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I SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />STANDARD (3) 2x12 <br />STRINGERS w/ SIMPSON <br />A35/USP MP34 CLIP TO FLOOR <br />SYSTEM OR LANDING FRAMING <br />(2) 2x HDR. REQ'D @ END OF <br />LANDING FOR STRINGERS <br />TO CONNECT TO <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16"O.C. w/ SIMPSON A35/USP <br />MP34 OR LUS26 HANGER ON <br />EA. SIDE <br />MASONRY OR WOOD WALL, <br />SEE PLAN <br />2x8 #2 SYP (P.T. IF MANSONRY <br />WALL) CONT LEDGER w/ (3) 16d <br />NAILS @ 16" O.C. MAX. TO EA. <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />16" O.C. MAX. FOR MASONRY <br />WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />9 <br />■ <br />0 <br />M <br />MIRROR <br />O <br />W <br />O <br />O <br />M <br />CD <br />-ZD <br />J <br />min <br />zi 8- .ci\c <br />8DPVK.,k <br />04 <br />Kul " 5 ea,�, <br />2Lu <br />: <br />10 <br />BATH 2 <br />.a© �ODo <br />OPT. <br />REF. <br />BATH 2 <br />.a© �ODo <br />OPT. <br />REF. <br />MIRROR <br />O <br />O <br />oO <br />O <br />OWNER'S BATH <br />KITCHEN KITCHEN KITCHEN ISLAND <br />THRUST BLOCK SECURED TO SLAB w/ <br />1/4"X31/2" TAPCONS @ 16" O.C. <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stairway construction and handrail to conform to the FBC Residential 6th <br />Edition (2017) section R311.7 <br />Riser height: <br />The maximum riser height shall be 7Y '. The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than l$'. <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />flight of stairs shall not exceed the smallest by more than <br />Nosings. <br />The radius of the nosing shall be no greater that %s'. Solid riser nosings shall <br />not be less than 3/" but not more than %". The greatest nosing projection shall <br />not exceed the smallest by more than Y". Beveling of nosings shall not exceed <br />X2" <br />Handrails. <br />Handrails shall be provided on at least one side of each continuous run of <br />treads or flight with four or more risers. Handrail height, measured vertically <br />from the sloped plane adjoining the tread nosing, or finish surface of ramp <br />slope, shall be not less than 34" and not more than 38". Handrails adjacent to a <br />wall shall have a space of not less than %"between the wall and the handrails. <br />Handrails with a circular cross section shall have an outside diameter of at <br />least 1 1/4" and not greater than 2" or provide equivalent graspavility in <br />compliance with Section R311.7.8.3. <br />Guards. <br />Guards shall be located along open -sided walking surfaces, including stairs, <br />ramps and landings, that are located more than 30" and shall be not less than <br />36". Required guards shall not have openings from the walking surface to the <br />required guard height which allow passage of a sphere 4" in diameter. <br />Winders. <br />Winder treads shall have a minimum tread depth of 6" at the narrow end and <br />shall have a minimum tread depth of 10" at the intersections with the walkline <br />(12" from the narrower side). <br />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with Yz' gyp. bd <br />0 <br />M <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR SECTION <br />SCALE: 1 /2"= V-0" <br />C9 .- <br />zo <br />z� <br />¢ O <br />a <br />UI <br />4' <br />W <br />�o <br />W ~ <br />O <br />U �M M <br />W E C (tS M <br />v M <br />U 0 O N <br />LL COH <br />NN � <br />¢ rn rn Q d <br />N C B D C <br />^n <br />\ � � ��-fpB-�� ps <br />♦Ili o;'e'ea��, Y e � <br />���„ [� <br />NC <br />J <br />W � N � •, � nO i I <br />To the best of the Engineer's icnawledge, i�fprnjAfabn, and <br />belief, the structural plans and specr`f%satidri5t�ntained <br />within these drawings comply with the 2017 Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />z� <br />O a, � <br />" :L-o <br />> � M O co <br />� fl.. � M <br />a �� <br />z� � <br />WJ C:) <br />d' <br />J <br />oz <br />Z a <br />� a <br />w¢�a <br />U Z O 0 <br />zwW� <br />�/� � o <br />V WZ <br />1) J <br />J � a 0 _00 J <br />w <br />o� <br />L W } z0 <br />f� rr <br />� W <br />a <br />z <br />oz <br />a <br />d a <br />N oaoa <br />A Z w 12 <br />J <br />1 " LW� za <br />Z w <br />J r-I dLU iF � � <br />� oWo <br />N Q Z w ¢Z <br />1;k N z � a V)z <br />m � g = Qo <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAN D <br />VERSION N0. <br />O <br />SHEET NO. <br />2.0 <br />J <br />i <br />t <br />J <br />i <br />t <br />